Investigating Reinforcing and Cracking Resistance Behaviors of Waste Sweet Potato Vine Straw Fiber (WSVF) in Gel-like Base Asphalt

TL;DR

This study explores how waste sweet potato vine fiber improves asphalt's resistance to cracking, using mechanical energy balance to evaluate its effectiveness.

Contribution

A new method is proposed to quantify the crack-resistant behavior of WSVF-modified asphalt using mechanical energy balance principles.

Findings

WSVF-modified asphalt shows three-stage nonlinear cracking volume response under cyclic loading.

The Eacd of WSVF-modified asphalt is 10.60 kJ·mol−1, significantly lower than control groups.

Alkali-treated WSVF forms a three-dimensional network in asphalt, enhancing its strength and toughness.

Abstract

Waste sweet potato vine fiber (WSVF) effectively extends asphalt service life by enhancing cracking resistance in gel-like base asphalt matrices, yet its crack-resistant mechanism lacks mechanical characterization. This study proposes an analytical method for evaluating WSVF-modified asphalt’s crack-resistant behavior based on the principle of mechanical energy balance. First, alkali-treated WSVF with a mass fraction of 1% was added into 70# gel-like base asphalt to prepare WSVF-modified asphalt. Lignin fiber (LF)-modified asphalt and 70# gel-like base asphalt were selected as control groups, and three types of time sweep and scanning electron microscopy tests were conducted. Then, the three-dimensional cracking volume model and damage kinetics model were established for analyzing the cracking response behavior, defining the asphalt damage variable and determining the cracking damage activation energy (Eacd). Finally, the Eacd was used to quantify the difficulty of the cracking damage process for the WSVF-modified asphalt. The reinforcement and cracking resistance mechanisms of WSVF in asphalt were analyzed by the Eacd and asphalt microstructure. The results show that the cracking volume response of WSVF-modified asphalt under cyclic loading presents three-stage nonlinear behaviors. The established fatigue damage kinetics model can accurately describe the fatigue damage evolution process of alkali-treated WSVF-modified asphalt. The Eacd values of WSVF-modified asphalt, LF-modified asphalt, and 70# gel-like base asphalt are 10.60 kJ·mol−1, 21.83 kJ·mol−1, and 29.74 kJ·mol−1, respectively. After alkali treatment, the WSVF surface exhibits grooves, demonstrating superior adsorption and storage capacity for asphalt. The WSVF can cross link through the bonding effect of asphalt and form a three-dimensional network framework structure, which can significantly increase the Eacd and provide strengthening and toughening effects on gel-like base asphalt. In summary, Eacd values are used as a mechanical indicator to quantitatively evaluate the fatigue cracking resistance of WSVF-modified asphalt.

Figures